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HomeMy WebLinkAbout016 A2.1 605 E Bryant - MAIN PLANUP WH WH EOP B TOB B TOB TOB TOB TOB E EOP EOP EOP EOP EOP EOP EOPEOPEOP ECB B UGG B UGT B UGT UGT UGT UGT TPED SS BSS E SL B UGG UGG UGG UGGSLSS BSS E UGG E CB VG BVGVGVGVGVG E EOP B EOP EOP EOP EOP EOP EOP E SE SE SE CB E SE SE SE FF SE SE SE SE SE SE SE SE SE GB B GB GB GB GB GB GB E EOG B EOG TD 24 EOG EOG EOG EOG EOG TD 18 TD 20 SE TC 32 EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG E TD 50 FW B SE SE SE SE SE SE SE SE TOB B BOL BOL SE SE SE SE SE SETD 8 TD 8 TD 10 SE SE SE SE TD 12 FW SE SE SE SE TC 30 SE SE SE SE SE SE UGG B UGG UGT SE SE SE SE PP OHP BOHP1 B TOB EOP B FCL B FCL FCL E EOP EOP EOP EOP EOP E FW CB B CB E CB B CB CB OHP E TOB TOB TOB TOB TOB PP TOB E BOL CB CB CB CB CB CB CB CB CLS SE SE SE CO SE SE FF EOC B EOC EOC EOCEOC E SE SE SE SE SE SE SE SE SE SE SE PE B PE PE PE PE PE PE PE OHP1 OHP1 E GB B GB GB GB GB E TD 12TC 18 TD 12 TD 12 SE SE SE SE SE SE SE SE SE TOS B TOS TOSGA YPC NL SE SE SE SE SE SE SE SE SE SE SE SE EOC B EOC E EOC B EOC E PE PE E SE SE SESE SE FF SE SE SE SE CB B CB UGG E CB E GM UGT ESE SESE FW E SE TD 15 TD 18 TBC BFL BEOP B SE SETBCFLEOP EOP FL TBC SE SE TBCFLEOP EOP FL TBC SE SE TBCFLEOP EOP EOP EOP EOP EOP EOP EOP EOP TBC TBC TBC TBC E FL FL FL FL FL E SE SE SE TBC B FL B EOP FL TBC SE SE TBC FL EOP EOP FL TBC SE SE TBC FL EOPEOP FL TBC SE SE SESE TBC DROPTBC DROPTBC DROPTBC DROPTBC FL FL FL EOP EOP EOPEOP FL TBC SE SE TBC E FL E EOP E CLR B CLR CLR CLR CLR CLR UGG UGG-MARKER CLR E MHS WV UGG B UGG UGG UGG UGG UGG UGGEOP B EOP EOP EOPEOPEOPEOP EOP E EOP B EOP EOP EOP EOP EOP E WV EOC B EOC EOC EOC EOC EOC EOC EOC EOC EOCEOCEOC EOCEOC CLS VG B VG VG VG VG E WV SIGN FH WV CLR B CLR CLR CLR CLR SE TBC B FL B EOP B EOPFLTBC SE SE TBC FL EOP EOPFLTBC SE SE SE TBC TBC TBC TBC DROP TBC DROP TBC DROP TBC DROP TBC DROP TBC TBC FL EOP EOPFL FL FL FL FL FL FL FLFL EOP EOP EOP EOP E EOP BEOP FL TBC TBC FL EOPEOP FL TBC TBC FL EOP EOP FL TBC TBC E FL E EOP E SE SE SE SE SE SE SE GB B DB B DB1 B GB1 B SE CO SE GB1 DB1 DB GB SE GB DB DB1 GB1 SE SE GB1 DB1 SE DB GB SE SE GB DB DB1 GB1 SE SE GB1 DB1 DB GB SE SE GB DB DB1 GB1 SE SE GB1 DB1 DB GB SE SE GB DB SE DB1 GB1 SE SE GB1 DB1 DB GB SE SE GB DB DB1 GB1 SE SE GB1 E DB1 E DB E GB E SE CB B CBCB CB CLS SE SE SE SE SE SE SE SE SE SE SE TOB B TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB E EOG B EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG E MB MB SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE 4733.07' 4728.60' 4728.92' 4728.82' 4728.89' 4729.01' 4732.82' 4732.68' 4732.36' 4732.19' 4732.00' 4731.98' 4731.96'4732.63'4733.12'4733.85' 4732.45' 4732.61' 4731.96' 4731.70' 4731.54' 4731.52' 4731.58' 4731.45'4732.43' 4733.05' 4732.16' 4732.03' 4732.17' 4732.11'4732.38'4732.39' 4732.82' 4733.02' 4733.12' 4732.35'4732.42'4732.76'4733.01'4733.28'4733.35' 4733.34' 4733.70' 4733.74'4733.81' 4733.80' 4733.55' 4733.31' 4733.60' 4733.68' 4733.31' 4736.27' 4733.28' 4733.25' 4733.27' 4733.44' 4733.22' 4733.10' 4733.41' 4733.24' 4733.33' 4732.84' 4732.56' 4732.47' 4732.62' 4732.34' 4732.42' 4732.36' 4733.22' 4733.70' 4733.51' 4733.52' 4733.30' 4733.42' 4733.97' 4733.01' 4732.39' 4732.42' 4732.41' 4732.58' 4732.81' 4732.59' 4732.33' 4732.96' 4732.65' 4732.80' 4733.34' 4733.09' 4733.14' 4733.56' 4733.77' 4733.35' 4733.08'4733.07' 4733.43' 4733.60' 4733.49' 4733.37'4733.47'4733.28' 4733.54' 4733.35' 4734.19' 4731.43' 4732.21' 4731.41' 4732.46' 4733.52' 4733.69' 4732.92' 4732.57' 4732.25' 4729.98' 4732.35' 4731.76' 4733.86' 4733.10' 4732.27' 4733.07' 4733.06' 4732.79'4732.64' 4732.80' 4733.01' 4732.98' 4732.99' 4733.16' 4733.04' 4733.12' 4732.99' 4732.82' 4732.71' 4732.51' 4732.35' 4732.76' 4732.42' 4732.72' 4733.40' 4732.47' 4732.34' 4732.31' 4732.09'4732.39' 4732.20' 4732.11' 4732.16' 4731.38' 4731.60' 4732.43'4732.53'4732.52' 4729.90' 4732.81' 4732.89' 4732.57' 4732.15' 4732.70' 4732.46' 4732.28'4732.37' 4732.54' 4735.86' 4733.15' 4733.22' 4741.48' 4740.80' 4740.38' 4733.22' 4730.09' 4730.48' 4729.74' 4729.62' 4729.42' 4736.13' 4729.08' 4732.37' 4729.92' 4730.06' 4730.48' 4730.44' 4731.60' 4731.53' 4732.60' 4729.69'4732.38' 4732.88' 4733.01' 4732.79' 4732.60' 4731.98' 4734.74' 4733.21' 4732.91' 4732.95' 4732.98'4732.97' 4732.69' 4732.42' 4732.08' 4730.47' 4730.42' 4731.59' 4732.26' 4732.70' 4732.29' 4732.98' 4733.16' 4733.92' 4733.79' 4733.80' 4733.77' 4733.71' 4733.71' 4733.65' 4733.53' 4736.14' 4733.08' 4730.96' 4730.99' 4730.84'4730.39' 4730.82' 4736.11'4737.35' 4735.86' 4736.35' 4731.33' 4731.09' 4731.71' 4732.06' 4729.11' 4729.47' 4729.82' 4729.93' 4729.29' 4727.81' 4727.76' 4728.84'4728.84' 4729.89' 4731.16' 4732.48' 4733.03' 4732.85' 4733.11' 4732.80' 4732.94' 4732.93' 4732.78' 4733.12' 4733.22' 4733.15' 4733.16' 4733.16' 4733.15' 4733.15' 4733.05' 4732.95'4732.62' 4732.72' 4732.69'4732.70' 4732.63' 4735.66' 4732.76' 4732.62' 4732.52' 4732.44' 4733.83'4733.50' 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4733.48' 4733.16' 4732.05' 4732.00' 4732.75' 4732.90' 4733.33' 4732.78' 4733.43' 4732.69' 4732.54' 4733.53' 4733.64' 4733.31' 4732.12' 4732.39' 4733.21' 4732.97' 4733.06' 4733.07' 4732.28' 4732.56' 4732.58' 4733.66' 4733.87' 4733.99' 4733.48' 4732.44' 4732.51' 4733.17' 4733.44' 4733.58' 4733.27' 4732.56' 4732.87' 4733.40' 4733.30' 4733.75' 4734.25' 4732.03' 4732.29' 4733.37' 4733.64' 4733.32' 4733.50' 4731.89' 4731.96' 4733.85' 4734.13' 4733.79' 4733.63' 4732.87' 4732.29' 4732.23' 4732.69' 4733.20' 4733.46' 4732.75' 4732.51' 4732.37' 4733.86' 4733.94' 4733.97' 4733.77' 4732.65' 4732.76' 4732.98' 4733.12' 4733.06' 4733.03' 4732.85' 4732.78' 4733.60' 4733.78' 4733.90' 4734.27'4734.18' 4733.97' 4733.09' 4732.40' 4732.04' 4731.62' 4731.55' 4732.58' 4732.36' 4732.49' 4732.57' 4732.90' 4732.26' 4730.78' 4731.36' 4732.53' 4732.09' 4731.25' 4731.04' 4731.19' 4731.79' 4731.80' 4731.58' 4731.22' 4730.60' 4730.28' 4730.27' 4730.12' 4730.43' 4733.11' 4733.33' 4733.40' 4733.36' 4733.64' 4733.68'4733.85'4733.50' 4733.54' 4733.37' 4732.89' 4732.98' 4733.00' 4732.96' 4733.41' 4733.56' 4733.80' 4733.80' 4733.56' 4733.22' 4733.14'4733.35' 4733.37' 4733.29' 4733.34' 4733.63' 4733.23' 4733.65' 4733.89' 4733.90' 4733.65' 4733.66' 4733.78' 4733.62' 4733.46' 4733.27' 4733.32' 4733.49' 4733.66' 4733.49' 4733.23' 4733.66' 4733.93' 4732.33' 4732.47' 4732.29' 4731.89' 4732.30' 4731.25' 4732.21' 4732.54' 4733.35' 4733.70' 47354736 MbMb4734 4734 4733 4733 4733 473447344733 4733 4 7 3 2 4733 47 3 2 47294729 473147 3 2 4 7 3 3 47 3 3 47 3 4 4732473347334731 47344734 47304730473 0 47 3 5 473560000 60001 60002 60003 60004 60005 60006 60007 60008 60009 60010 60011 60012600136001460015 60016 60017 60018 60019 60020 60021 60022 6002360024 60025 60026 60027 60028 60029600306003160032 60033 60034 600356003660037600386003960040 60041 60042 60043 60044 60045 60046 60047 60048 60049 60050 60051 60052 60053 60054 60055 60056 60057 60058 60059 60060 60061 60062 60063 60064 60065 60066 60067 60068 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60236 6023760238 60239 60240 60241 60242 60243 60244 60245 60246 60247 60248 60249 60250 60251 60252 60253 60254 60255 60256 60257 60258 60259 6026060261 60262 60263 60264 60265 60266 60267 60268 60269 60270 60271 60272 6027360274 6027560276 60277 60278 60279 60280 800008000180002 80003 80004800058000680007 80008 80009 80010 80011 80012 800138001480015 80016 8001780018 80019 80020 800218002280023 80024 80025 80026 80027 80028 80029 80030 80031 80032 80033 80034 80035 80036 80037 80038 80039 80040 80041 80042 80043 80044 80045 80046 80047 80048 80049 80050 80051 80052 80053 80054 80055 80056 80057 80058 80059 80060 8006180062 80063 80064 80065 80066 8006780068 8006980070 800718007280073 80074 80075 80076 80077 80078 8007980080 80081 80082 80083 80084 80085 80086 80087 80088 80089 80090 80091 80092 80093 80094 80095 80096 80097 80098 8010080101 80102 80103 80104 8010580106 80107 80108 80109801108011180112 80113 80114 80115 80116 80117 80118 80119 80120 80121 80122 80123 80124 80125 80126 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80299 80300 80301 80302 80303 80304 80305 80306 80307 80308 80309 80310 80311 80312 80313 80314 80315 80316 80317 80318 80319 80320 80321 80322 80323 80324 80325 80326 80327 80328 80329 80330 80331 80332 80333 80334 80335 80336 80337 80338 80339 80340 80341 80342 80343 80344 80345 80346 80347 80348 80349 80350 80351 80352 80353 80354 80355 80356 80357 80358 80359 80360 80361 80362 80363 80364 80365 80366 80367 80368 80369 80370 80371 80372 80373 80374 80375 80376 80377 80378 600000 WV WV WV WV HY DTEL GM 60' FLOODPLAIN PER MAP BOOK J-42 EDGE OF CONC. GRAVEL DRIVE PLANTER FFE=4735.66' CONC. WALK BUILDING BUILDING BUILDING BUILDING FFE=4734.74' CONC. PATIO PLANTER BRYANT STREET GOLD AVENUEEDGE OF PAVEMENT. EDGE OF PAVEMENT. BUILDING EDGE OF PAVEMENT EDGE OF CONC. 30' UTILITY EASEMENT 15' FRONT SETBACK INDEX CONTOURCONTOUR MINOR (1' INTERVALS)PROPERTY LINEEASEMENT LINEFENCESEWER MAINSEWER SERVICEOVERHEAD POWERUNDERGROUND GASUNDERGROUND PHONEROAD CENTERLINETOP BACK OF CURBEDGE OF PAVEMENTEDGE OF GRAVELEDGE OF CONCRETEEDGE OF BUILDINGLEGENDFOUND MONUMENT AS NOTEDSEWER MANHOLESEWER CLEANOUTWATER VALVEFIRE HYDRANTBOLLARDPOWER POLEGUY ANCHORTELEPHONE PEDESTALTREE CONIFER (SIZE AS NOTED)TREE DECIDUOUS (SIZE AS NOTED)MAILBOXBOTTOM OF DITCHBACK OF CURB FFE=4733.44' UNDERGROUND GAS MARKER 10' UTILITY EASEMENT 3' SIDE SETBACK 3' REAR SETBACK S SSSS SSSS CO CO COWVHYDTELSMb 100kBTU 100kBTU FRAMING NOTES 1.2. 3. 4. 5. 6.7. 8. ALL DIMENSIONS TO FACE OF FRAMING U.O.N.EXTERIOR WALLS SHALL BE CONSTRUCTED OF 2x6 STUDS @ 16" o.c. WITH R-21 INSULATION, UNLESS NOTED OTHERWISE. ALL EXTERIOR SHEATHING TO BE 1/2" NOMINAL CONTINUOUS STRUCTURAL RATED PANEL.INTERIOR WALLS SHALL BE CONSTRUCTED OF 2x4 STUDS @ 16" o.c., UNLESS NOTED OTHERWISE. PROVIDE 2x6 WALLS AT ALL POCKET DOORS. INTERIOR WALLS TO RECEIVE 1/2" GYP BD, UNLESS NOTED OTHERWISE.FLOOR JOISTS TO BE 11-7/8" TJI 210 @ 16" o.c. WITH 1-3/4" MIN BEARING, UNLESS NOTED OTHERWISEFLOOR DECK TO BE 3/4" TONGUE-AND-GROOVE, STRUCTURAL RATED PANEL (48/24 CDX) UNLESS NOTED OTHERWISE.ALL LUMBER SHALL BE NO. 2 GRADE OR BETTER.ALL HEADERS (6' MAX SPAN) AT EXTERIOR WALLS SHALL BE (2) 2x10 HF#2 OR BETTER w/ (2) JACK STUDS AT EACH END, UNLESS NOTED OTHERWISE.PROVIDE BLOCKING BETWEEN TRUSSES AT ALL BEARING LOCATIONS. GENERAL NOTES 1. 2. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.GENERAL CONTRACTOR AND SUBCONTRACTORS TO COORDINATE ALL ARCHITECTURAL AND ENGINEERING DRAWINGS, INCLUDING TRUSS DRAWINGS AND LAYOUTS, PRIOR TO CONSTRUCTION LOT AREA: 23,212.67 SF (OR 0.53 ACRES)ZONED: M-1 with EXISITING NON-CONFORMING RESIDENCEUSE: COMMERCIAL WAREHOUSE SHOPS FOR TRADESMEN withACCESSORY-USE APARTMENTS ON UPPER LEVEL APPLICABLE CODES:APPLICABLE CODES:2021 INTERNATIONAL BUILDING CODE2017 INTERNATIONAL CODE CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRIC CODE 2021 INTERNATIONAL FUEL GAS CODE2021 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIADESIGN CRITERIASEISMIC ZONE D090 MPH WIND 1' - 3"3' - 0"1' - 3"8"3' - 0"1' - 4"12' - 0"1' - 6"1' - 6"12' - 0"1' - 4"3' - 0"8"1' - 3"3' - 0"1' - 3"4' - 0"10' - 4"10' - 8" 4"6' - 0"4' - 0"2' - 2"6' - 0"2' - 6"1' - 6"6' - 0"14' - 6"1' - 6"2' - 0"1' - 6"14' - 0"9' - 0"1' - 0"1' - 0"3' - 0"5' - 0"9' - 0"6' - 0"1' - 0"4' - 0"3' - 6"6"1' - 0"9' - 0"6"3' - 5"7' - 0"6"14' - 0"7' - 0"1' - 0" 10' - 6"10' - 11"4' - 7" 19' - 0"6' - 0"19' - 0"4' - 0"5' - 6"18' - 6"18' - 6"5' - 6"4' - 0"3' - 8" 1 | A3.1 11 22 33 44 55 66 77 A A B B C C D D E E F F G G H H I I J J 22' - 0"25' - 0"5' - 0"10' - 0" 22' - 0"26' - 0"9' - 0" 1392 SF TOTAL1392 SF TOTAL 3' - 1" 2 | A3.1 3 | A3.1 1' - 6" GARAGE / SHOP #249-6 X 18-0 GARAGE / SHOP #1 53-0 X 18-0 OFFICE #110-0 X 8-6 BATHROOM #18-6 X 9-0 MECH. #112-1 X 4-6ENTRY #1 8-8 X 5-0 OFFICE #210-0 X 8-6 STOR. #23-0 X 5-0 STOR #13-0 X 5-0 ENTRY #2 8-8 X 5-0 MECH #2 9-4 X 4-6 BATHROOM #28-6 X 9-01300 sf total1300 sf total 1' - 6"1' - 6" 1 A4.1 1 A4.1 6"3'-0" WALL3' - 0" 6' - 6"4' - 0"24' - 0"24' - 0"4' - 0"28' - 0"28' - 0"56' - 0"28' - 0"28' - 0"56' - 0"[AM01] 48" X 48"FIXEDTEMP(8' - 0") HEAD [AM02] 36" X 48"CASEMENTTEMP(8' - 0") HEAD (AS100)ByType (AS101)36" x 84"TEMPERED (AR100)36" x 96"EXTERIOR [AM03] 18" X 24"CASEMENTTEMP(8' - 0") HEAD [AM04] 48" X 24"FIXEDTEMP(8' - 0") HEAD [AM05] 18" X 24"CASEMENTTEMP(8' - 0") HEAD [AM06] 30" X 48"CASEMENT(8' - 0") HEAD [AM07] 48" X 48"FIXED(8' - 0") HEAD [AM08] 30" X 48"CASEMENT(8' - 0") HEAD (AS103)42" x 96" [AM10] 48" X 24"AWNINGTEMP(8' - 0") HEAD [AM09] 48" X 60"FIXED(6' - 0") HEAD [AM11] 36" X 24"CASEMENT(8' - 0") HEAD [AM12] 72" X 24"FIXED(8' - 0") HEAD (BS102)36" x 96" (100)72" x 80"20 MIN SELF CLOSING (BS100)ByType (BS101)36" x 84"TEMPERED (BR100)36" x 96"EXTERIOR [BM01] 48" X 48"FIXEDTEMP(8' - 0") HEAD [BM02] 24" X 48"CASEMENTTEMP(8' - 0") HEAD [BM03] 48" X 24"FIXEDTEMP(8' - 0") HEAD [BM04] 24" X 24"CASEMENTTEMP(8' - 0") HEAD (BS106)36" x 80"20 MIN SELF CLOSING (BS105)36" x 80" (BS104)36" x 80" [BM05] 48" X 48"FIXED(8' - 0") HEAD [BM06] 24" X 48"CASEMENT(8' - 0") HEAD (BS103)36" x 80" [BM07] 24" X 48"CASEMENT(8' - 0") HEAD [BM08] 36" X 24"CASEMENT(8' - 0") HEAD [BM09] 72" X 24"FIXED(8' - 0") HEAD (AS104)36" x 80" (AS105)36" x 80" (AS106)36" x 80" (AS107)36" x 80"20 MIN SELF CLOSING3'-0" WALL5' - 0"14' - 0"3' - 0" 10' - 3" 13' - 10" 2 A4.1 2 A4.1 5"11"5/8" TYPE-X GWB AT CEILING(PER SECTION R302.6) GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ½” GYPSUM BOARD APPLIED TO THE GARAGE SIDE (AT WALLS). 5/8" TYPE-X GWB AT CEILING(PER SECTION R302.6) GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ½” GYPSUM BOARD APPLIED TO THE GARAGE SIDE (AT WALLS). NOTE: ENCLOSED ACCESSIBLE SPACE UNDER A STAIR SHALL HAVE WALLS, UNDER-STAIR SURFACE, AND ANY SOFFITS CLAD WITH ½” GYPSUM BOARD, MINIMUM.” NOTE: ENCLOSED ACCESSIBLE SPACE UNDER A STAIR SHALL HAVE WALLS, UNDER-STAIR SURFACE, AND ANY SOFFITS CLAD WITH ½” GYPSUM BOARD, MINIMUM.” GAS GAS COMBINED VENT AND COMBUSTION AIR PROVIDED PER IRC 2407.9 PER MANUFACTURER. COMBINED VENT AND COMBUSTION AIR PROVIDED PER IRC 2407.9 PER MANUFACTURER. 34"-38" IN HEIGHT WITH A GRIPPING SURFACE PER R311.7.8.3. 34"-38" IN HEIGHT WITH A GRIPPING SURFACE PER R311.7.8.3. 2 | A3.2 ENERGY REQUIREMENTS 2021 INTERNATIONAL ENERGY CONSERVATION CODEMONTANA CLIMATE ZONE 6B6B INSULATION & FENESTRATION REQUIRMENTS BY COMPONENTINSULATION & FENESTRATION REQUIRMENTS BY COMPONENT CEILING FLAT:FLAT R-49VAULTED R-38WALLS:ABOVE GRADE R-21BASEMENTSR-19 CAVITY/ R-15 CONT.CRAWL SPACE R-19 CAVITY/ R-15 CONT.FLOORS:OVER UNHEATED SPACES R-30PERIMETER SLAB FOR 4 FT.R-10 EXTERIOR DOORS R-3WINDOWSNFRC UNIT RATING U-0.32WATER HEATER ENERGY FACTOR RATING 0.58 HEATING SYSTEMENERGY EFFICIENCY RATING 78%(AFUE FOR GAS; HSPF HEAT PUMP) DRAWING NUMBER: PHASE: DATE: DRAWING TITLE: PROJECT NUMBER: DRAWN BY / CHECKED BY: REVISIONS:0"1"2"11/3/2023 5:32:13 PMA2.1 MAIN FLOOR 21-24 RANIERI OCT 27 | 2023 NF CCR CD 605 E BRYANTBOZEMAN, MT 1/4" = 1'-0"1.0 MAIN LEVEL1 Floor Area Table FLOOR AREAFLOOR AREA LEVELLEVEL SQUARE FOOTAGESQUARE FOOTAGE Concrete - Cast-in-Place Concrete MAIN LEVEL 1301 SF Concrete - Cast-in-Place Concrete MAIN LEVEL 1370 SF Concrete - Cast-in-Place Concrete 2.1 UPPER LEVEL 1216 SF Concrete - Cast-in-Place Concrete 2.1 UPPER LEVEL 1044 SF 4931 SF GROSS SF (INC. EXT. WALLS)2.1 UPPER LEVEL 1260 SF GROSS SF (INC. EXT. WALLS)2.1 UPPER LEVEL 1083 SF 2342 SF Wood - Stud Layer 2.1 UPPER LEVEL 117 SF Wood - Stud Layer 2.1 UPPER LEVEL 117 SF 234 SF Wood Deck - 2x6 Redwood 2.1 UPPER LEVEL 115 SF Wood Deck - 2x6 Redwood 2.1 UPPER LEVEL 115 SF 230 SF NO.DESCRIPTION DATE